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Specific Water Well Detail |
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| Location Info | |||
| Owner: Winfrey, Gordon | Status: Constructed | ||
| Location: T30S, R30W, Sec. 34, NW SW NW | County: Meade | ||
| Directions: from Copeland: 4.5 mi S, 2 mi E, 5.25 mi S, 200 feet E, and 115 feet S | |||
| Latitude: 37.3975493 | Longitude: -100.5964021 | Datum NAD 27 | |
| Latitude: 37.3975723 | Longitude: -100.5968336 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 360 ft. | Elevation: ft. | |
| Static Water Level: 177 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 25-Apr-1985 | Well Use: Irrigation | |
| DWR Applic. #: 4214 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 217 ft after 0 hours pumping 1300 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 240 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 240 ft to 360 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 47 ft. | brown clay | |
| From: 47 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 139 ft. | fine to medium sand and gravel | |
| From: 139 ft. to 156 ft. | blue clay | |
| From: 156 ft. to 184 ft. | fine to medium sand and gravel | |
| From: 184 ft. to 192 ft. | brown clay | |
| From: 192 ft. to 202 ft. | fine to medium sand and gravel | |
| From: 202 ft. to 209 ft. | brown sandy clay | |
| From: 209 ft. to 230 ft. | fine to medium sand and gravel | |
| From: 230 ft. to 260 ft. | fine to medium sand and gravel, loose | |
| From: 260 ft. to 291 ft. | fine to medium sand and fine gravel, loose | |
| From: 291 ft. to 308 ft. | fine to medium sand and gravel, loose | |
| From: 308 ft. to 335 ft. | fine to medium sand and fine gravel, loose | |
| From: 335 ft. to 344 ft. | fine to medium sand and gravel, tight | |
| From: 344 ft. to 350 ft. | fine to medium sand | |
| From: 350 ft. to 355 ft. | fine to medium sand | |
| From: 355 ft. to 365 ft. | brown, blue, and yellow clay | |
| From: 365 ft. to 376 ft. | brown sandy clay, small streak of gravel, tight | |
| From: 376 ft. to 435 ft. | brown sandy clay and white rock, hard | |
| From: 435 ft. to 440 ft. | brown clay, hard | |
| From: 440 ft. to 460 ft. | brown clay and white rock, hard | |
| From: 460 ft. to 470 ft. | yellow clay and shale, hard | |